洛河组砂岩损伤破坏能量特征及裂缝预测模型

DAMAGE ENERGY CHARACTERISTICS AND FAILURE PREDICTION MODEL OF SANDSTONE IN LUOHE FORMATION

  • 摘要: 开展不同状态(饱水、天然、冻结和解冻)砂岩的单轴压缩试验,探讨不同状态对洛河组砂岩压缩过程中力学性质、破裂形态及其能量演化机制,并基于岩石应变能密度理论,结合岩石典型本构关系,建立裂缝体积密度预测模型,给出岩石力学参数与裂缝体积密度间的定量关系。结果表明:不同状态洛河组砂岩闭合应力、起裂应力、峰值应力和弹性模量均表现为:冻结最大、天然次之、解冻最小,特征应变能与特征应力变化规律相符;不同状态砂岩破坏模式主要为剪切破坏和拉剪混合破坏;峰值点处解冻岩样的耗散能占比最大,而其耗散能总量最小;裂缝体积密度只与其所处应力状态及岩石自身力学性质相关。研究成果可为洛河组砂岩冻结立井解冻后的灾害防治工作提供一定的技术支撑。

     

    Abstract: Uniaxial compression experiments of sandstone in different states (saturated, natural, frozen and thawed) were carried out to explore the mechanical properties, fracture morphology and energy evolution mechanism of sandstone in Luohe Formation during compression under different states. Based on the rock strain energy density theory and typical constitutive relationship of rock, a prediction model of crack bulk density was established, and the quantitative relationship between rock mechanical parameters and fracture bulk density was developed. The study results show that: the closure stress, initiation stress, peak stress and elastic modulus of the sandstone in Luohe Formation at different states are as follows: frozen state is the largest, natural state is secondary and thawed state is the smallest, and the characteristic strain energy is consistent with the characteristic stress variation law. The sandstone main have two kinds of destruction patterns at different states, viz., shear failure state and, tensile-shear mixed failure one. The dissipated energy of thawed rock samples at the peak point accounts for the largest proportion, while the total dissipated energy is the smallest. The crack bulk density is only related to the stress state and the mechanical properties of the rock. The research results can provide some technical support for the disaster prevention and control work after thawing of sandstone frozen vertical shaft in Luohe Formation.

     

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